|
I
<br />152708
<br />NOTES
<br />1. All MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE SPECIFICATIONS, STANDARDS AND
<br />ORDINANCES OF THE SAN JOAQUIN COUNTY AND SHALL BE PART OF THESE IMPROVEMENT PLANS.
<br />STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE IN THE OFFICE OF SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS.
<br />2. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN
<br />COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT
<br />MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED. NOTED DIMENSIONS TAKE
<br />PRECEDENT OVER SCALE. ANY DISCREPANCY SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF
<br />QUARTAROLI AND ASSOCIATES, (209) 239-4908 AND SIEGFRIED ENGINEERING, INC. (209) 943-2021.
<br />3. CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.
<br />4. THE EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS. CONTRACTOR SHALL TAKE
<br />PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION
<br />UNTIL ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR
<br />FACILITIES IN THE FIELD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
<br />EXISTING UTILITIES. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL DETERMINE WHETHER
<br />UNDERGROUND INSTALLATIONS, I.E., SEWER, WATER, STORM DRAINAGE, ELECTRICAL LINES, GAS LINES,
<br />CABLE T.V. LINES, ETC. WILL BE ENCOUNTERED AND, THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION. THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND,
<br />WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL
<br />KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED
<br />WORK AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. CALL U.S.A.
<br />1-800-642-2444, P.G.&E. - (209) 466-4581, PACIFIC BELL TELEPHONE (209) 811-3300, SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS (209) 468-3000.
<br />THE DISCOVERY OF PREVIOUSLY UNKNOWN UTILITIES MAY REQUIRE THE RE-ROUTING OF SUCH UTILITIES OR
<br />MAY REQUIRE THE REDESIGN OF THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS WHICH MAY
<br />RESULT IN ADDITIONAL DESIGN COST, CONSTRUCTION COSTS AND CONSTRUCTION DELAYS TO THE
<br />OWNER/DEVELOPER.
<br />5. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS PRIOR TO ANY OFF-SITE CONSTRUCTION. ANY AND ALL SPECIFIC REQUIREMENTS OR CONSTRUCTION
<br />DETAILS IMPOSED BY THE ENCROACHMENT PERMIT SHALL BECOME A PART OF THESE IMPROVEMENT PLANS.
<br />6. SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST
<br />48 HOURS IN ADVANCE OF ANY OFF-SITE CONSTRUCTION (209) 468-3000.
<br />7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT THE WRITTEN
<br />AUTHORIZATION FROM QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING, INC.
<br />8. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF ANY AND ALL
<br />EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. COST OF THIS COORDINATION IS TO BE
<br />INCLUDED IN THE PRICES BID FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE PROJECT.
<br />9. GENERAL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER
<br />AND SURVEYOR HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
<br />OF THE OWNER, ENGINEER, OR SURVEYOR.
<br />10. BENCH MARK: DWR BRASS DISC. "M1.13.0A" ON NORTHWEST CORNER OF BRIDGE CROSSING CALIFORNIA
<br />AQUEDUCT. ELEVATION = 250.63.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY AND CONSTRUCTION
<br />STAKES. SURVEY AND CONSTRUCTION STAKES THAT ARE LOST OR DESTROYED DUE TO THE CONTRACTOR'S
<br />NEGLIGENCE WILL BE RESET BY THE PROJECT SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br />12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE.
<br />13. CONTRACTORS SHALL BE REQUIRED TO COOPERATE WITH THEMSELVES AND UTILITY COMPANIES INSTALLING
<br />NEW STRUCTURES, UTILITIES AND SERVICES TO THE DEVELOPMENT, AND ANY DELAY CAUSED BY SUCH
<br />INSTALLATION SHALL NOT BE CONSIDERED AS RIGHT-OF-WAY DELAY.
<br />14. ALL UNDERGROUND SERVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THE SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />15. GRADES SHOWN ON THIS PLAN DO NOT NECESSARILY REFLECT A BALANCE EARTHWORK CUT AND FILL
<br />QUANTITIES. CONTRACTOR SHALL IMPORT OR EXPORT EARTH MATERIALS AS REQUIRED IN ORDER TO
<br />CONSTRUCT THE IMPROVEMENTS TO THE GRADES SHOWN AT NO EXTRA COST TO THE OWNER.
<br />16. ANY FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS AND THESE SPECIFICATIONS.
<br />A. EARTH FILL TO ESTABLISH PAVED AND GRAVELED AREA SUBGRADE SHALL BE COMPACTED TO A MINIMUM
<br />RELATIVE COMPACTION OF 90% EXCEPT THAT THE AREA WITHIN SIX INCHES BELOW SUBGRADE SHALL BE
<br />COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95%.
<br />B. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDE THE PAVED AREAS AND BUILDING AREAS SHALL BE
<br />COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 80% WITHIN LOT AND 90% IN ROAD RIGHT-OF-
<br />WAY.
<br />C. FILL AND COMPACTION WITHIN THE BUILDING AREA SHALL BE IN ACCORDANCE WITH THE BUILDING PLANS
<br />AND/OR SPECIFICATIONS.
<br />D. FILL SHALL BE NON -EXPANSIVE MATERIAL AND SHALL BE FREE OF VEGETATION OR DELETERIOUS MATTER.
<br />FILL SHALL BE COMPACTED IN LIFTS NOT TO EXCEED EIGHT INCHES.
<br />ALL AREAS TO BE COVERED WITH ASPHALT CONCRETE PAVEMENT SHALL HAVE A SUBGRADE COMPACTED TO
<br />95% RELATIVE COMPACTION TO A POINT SIX INCHES BELOW SUBGRADE.
<br />17. CONTRACTOR'S BID SHALL INCLUDE THE COST OF ANY NECESSARY SOILS COMPACTION AND MATERIALS
<br />TESTING.
<br />18. CONCRETE
<br />A. GENERAL - ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI AND UBC CODES.
<br />B. CONCRETE STRENGTH - UNLESS OTHERWISE NOTED ON THE PLANS, CONCRETE SHALL OBTAIN A MINIMUM
<br />OF DESIGN STRENGTH OF 2500 PSI.
<br />1) CEMENT - 5.5 SACKS MINIMUM PER YARD.
<br />2) WATER - MAXIMUM 7 GALS. PER SACK OF CEMENT.
<br />3) AGGREGATE - MAXIMUM SIZE 3/4".
<br />4) SLURRY - 5" MAXIMUM.
<br />5) CURING - KEEP WET MINIMUM OF 7 DAYS, OR APPLY MEMBRANE CURING COMPOUND APPROVED BY
<br />THE ENGINEER.
<br />6) VIBRATION - ALL CONCRETE SHALL BE VIBRATED INTO PLACE WITH A MECHANICAL VIBRATOR.
<br />7) FORM REMOVAL - SIDE FORMS OF FOUNDATIONS AND SLABS, MINIMUM OF 2 DAYS.
<br />8) TESTING IN ACCORDANCE WITH ACI -301-72, CHAPTER 16.
<br />C. REINFORCING MATERIALS:
<br />1) DEFORMED BARS - ASTM A615, GR.60.
<br />2) ELECTRIC WELDED WIRE FABRIC (WWF) ASTM A-185.
<br />19. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE BAND SHALL CONFORM TO THE PROVISIONS OF
<br />SECTION 39 OF THE CALTRANS STANDARD SPECIFICATIONS. THE PENETRATION RANGE OF PAVING ASPHALT
<br />SHALL BE AR -4000; AGGREGATE SHALL BE ONE-HALF (112") INCH MAXIMUM MEDIUM GRADING FOR
<br />SURFACING.
<br />PRIME COAT SHALL BE A LIQUID ASPHALT GRADE SC -250 OR SC -70 AND SHALL BE APPLIED TO THE ENTIRE
<br />PAVED AREA AND THE COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ASPHALT CONCRETE. PRIME
<br />COAT SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 39-4 OF THE CALTRANS
<br />STANDARD SPECIFICATIONS.
<br />AGGREGATE BASE: AGGREGATE BASE SHALL BE CLASS TWO CONFORMING TO THE REQUIREMENTS OF
<br />SECTION 26-102B OF THE CALTRANS STANDARD SPECIFICATIONS. SPREADING AND COMPACTING
<br />AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 26-1.04 OF THE CALTRANS
<br />STANDARD SPECIFICATION.
<br />20. THE GRADING AND PAVING CONTRACTOR SHALL ADJUST TO FINISHED GRADE THE TOPS OF ALL PROPOSED
<br />AND EXISTING SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES, VALVE BOXES AND WATER METER
<br />BOXES, ETC., AND THE COST OF SUCH WORK SHALL BE INCLUDED IN THE UNIT PRICES FOR STREET WORK.
<br />21. THE DOMESTIC WATER LINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, AND SAN
<br />JOAQUIN COUNTY DEPARTMENT F PUBLIC WORKS ADOPTED UNIFORM PLUMBING CODE AND UNIFORM
<br />C U 0
<br />BUILDING CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING CODE AND SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
<br />THAT THE TYPE AND SPECIFICATIONS OF ALL MATERIAL, FITTINGS, ETC. CONFORM TO SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTERIA TESTING OF WATER LINES AS REQUIRED
<br />BY SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. BACTERIA TESTS SHALL BE TAKEN BY A
<br />CERTIFIED LABORATORY TECHNICIAN.
<br />REFER TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS FOR ALL WATER LINE TESTING
<br />REQUIREMENTS.
<br />22. THE STORM DRAIN PIPELINE AND SANITARY SEWER PIPELINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH
<br />THESE PLANS, AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS ADOPTED UNIFORM PLUMBING
<br />CODE, AND UNIFORM BUILDING CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING
<br />CODE AND SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. IT IS THE CONTRACTOR'S
<br />RESPONSIBILITY TO VERIFY THAT THE TYPE AND SPECIFICATIONS OF ALL MATERIAL, FITTINGS, ETC. CONFORM
<br />TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
<br />MATERIAL SELECTION SHALL BE SUBMITTED TO THE CIVIL ENGINEER FOR REVIEW.
<br />23. GRADING AND PAVING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ELECTRICAL,
<br />LANDSCAPE IRRIGATION, AND UNDERGROUND UTILITY CONDUITS WITH APPROPRIATE SUB -CONTRACTORS
<br />AND UTILITY COMPANIES PRIOR TO CONSTRUCTION.
<br />24. THE OFFICE OF QUARTAROLI AND ASSOCIATES, 310 SUN WEST PLACE, SUITE "A", MANTECA, CALIFORNIA
<br />(209) 239-4908, SHALL BE NOTIFIED FIVE (5) WORKING DAYS IN ADVANCE OF ANY REQUIRED CONSTRUCTION
<br />SURVEYING.
<br />25. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER NINE, SECTION 6705, 6706, 6707, OF
<br />THE STATE LABOR CODE.
<br />26. CONTRACTORS AND SUB -CONTRACTORS BIDDING ON THIS PROPOSED PROJECT SHALL CAREFULLY EXAMINE
<br />THESE PLANS AND CAREFULLY REVIEW THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF
<br />EXISTING CONDITIONS AND TO DETERMINE SPECIFICALLY WHAT IS REQUIRED TO BE ACCOMPLISHED IN HIS
<br />PORTION OF THE TOTAL WORK. IF ANY DOUBT EXISTS TO THE INTENT OF THE PLANS, SPECIFIC DETAILS,
<br />CONSTRUCTION NOTES, OR IF THE CONTRACTOR AND SUB -CONTRACTOR REQUIRES ADDITIONAL
<br />INFORMATION, IT MUST BE CLARIFIED WITH QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING, INC.
<br />PRIOR TO BIDDING, OR HIS BID SHOULD STATE ACCURATELY WHAT IS INCLUDED AND WHAT IS EXCLUDED.
<br />27. CONTRACTOR AND ANY SUB -CONTRACTOR USING PLANS WHICH ARE UNAPPROVED BY SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS AND PLANNING DEPARTMENTS SHALL DO SO AT THEIR OWN RISKS.
<br />QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING WILL NOT BE HELD RESPONSIBLE FOR USAGE OF
<br />SUCH PLANS FOR THE CONSTRUCTION OF THIS PROJECT.
<br />28. IN THE EVENT THAT QUARTAROLI AND ASSOCIATES OR SIEGFRIED ENGINEERING, INC. IS NOT EMPLOYED TO
<br />DO THE CONSTRUCTION SURVEYING FOR THIS PROJECT, THIS NOTE IS TO GIVE FORMAL NOTICE TO
<br />OWNER/DEVELOPER AND CONTRACTOR THAT QUARTAROLI AND ASSOCIATES AND SIEGFRIED ENGINEERING
<br />CANNOT, AND WILL NOT TAKE RESPONSIBILITY FOR ERRORS OR OMISSIONS REGARDING THESE IMPROVEMENT
<br />PLANS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR DETECTED AND/OR
<br />CORRECTED OR MITIGATED HAD QUARTAROLI AND ASSOCIATES OR SIEGFRIED ENGINEERING, INC. DONE THE
<br />CONSTRUCTION SURVEYING.
<br />29. INSPECTION DURING CONSTRUCTION: ANY IMPROVEMENTS CONSTRUCTED TO THE SPECIFICATIONS AND
<br />WHICH IT IS INTENDED THAT SAN JOAQUIN COUNTY WILL ASSUME MAINTENANCE RESPONSIBILITY, MUST BE
<br />INSPECTED DURING CONSTRUCTION BY AN AUTHORIZED AGENT OF SAN JOAQUIN COUNTY. EACH PHASE OF
<br />CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO PROCEEDING TO THE SUBSEQUENT PHASES.
<br />ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION AS PROVIDED ABOVE OR CONSTRUCTED
<br />CONTRARY TO THE ORDER OR INSTRUCTIONS OF THE AUTHORIZED AGENT OF SAN JOAQUIN COUNTY WILL BE:
<br />DEEMED AS NOT COMPLYING WITH SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS,
<br />SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS WILL PERFORM FIELD INSPECTIONS FOR THIS PROJECT.
<br />30. CHANGES ON PLANS AND SPECIFICATIONS
<br />ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE PREPARED AND
<br />APPROVED BY SIEGFRIED ENGINEERING, INC. AND SHALL BE SUBMITTED TO SAN JOAQUIN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />31. A GEOTECHNICAL INVESTIGATION WAS PREPARED FOR THIS PROJECT SITE BY
<br />DATED JULY 12 , 1995, FILE NO. SJ -35 AND IS MADE A PART OF THESE PLANS BY REFERENCE.
<br />32. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARDS AND TO THE
<br />MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
<br />33. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE
<br />COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, OFFICERS, EMPLOYEES AND AGENTS FROM ANY AND ALL
<br />CLAIMS, COSTS OF LITIGATION, DAMAGES, AND ATTORNEY'S FEES, FOR PERSONAL INJURY OR PROPERTY
<br />DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS
<br />PROJECT.
<br />34. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL LANDSCAPE IRRIGATION AND
<br />PARKING LOT ELECTRICAL CONDUITS PRIOR TO LAYING OF PARKING LOT ASPHALT.
<br />35. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PARKING STALL WIDTHS, DRIVEWAY WIDTHS,
<br />PLANTER WIDTHS AND ROAD PAVING WIDTHS AFTER THE CONCRETE FORMS ARE SET AND PRIOR TO POURING
<br />OF CONCRETE OR THE PLACEMENT OF ASPHALT CONCRETE TO INSURE CONFORMANCE WITH PLANS, AND SAN
<br />JOAQUIN COUNTY PARKING AND ROAD PAVEMENT WIDTH REQUIREMENTS AND STANDARDS. ANY
<br />DISCREPANCY MUST BE BROUGHT TO THE ENGINEERS AND SURVEYORS IMMEDIATE ATTENTION IN WRITING.
<br />36. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING THE INSTALLED LOCATION OF ALL
<br />SANITARY SEWER, WATER SERVICES AND FIRE LINE SERVICES AT THE TIME OF INSTALLATION.
<br />37. ALL UTILITIES SHALL BE UNDERGROUND, UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS.
<br />38. ALL HANDICAPPED RAMPS, PARKING STALLS, SIGNAGE, AND STRIPING SHALL BE PER STATE OF CALIFORNIA
<br />STANDARDS AND SPECIFICATIONS.
<br />39. THE SITE ADDRESSES ARE: 26901 AND 26820 S. HANSEN ROAD, TRACY, CA 95376
<br />40. THE ASSESSORS PARCEL NUMBER'S ARE 209-110-10 AND 209-230-21.
<br />41. THIS PROJECT SHALL IMPLEMENT THE AIR POLLUTION CONTROL DISTRICT'S FUGITIVE DUST CONTROL
<br />MEASURES AND OZONE EMISSION MEASURES DURING CONSTRUCTION.
<br />42. ALL EARTHWORK AND GRADING SHALL BE IN CONFORMANCE WITH CHAPTERS 29 AND 70 OF THE UNIFORM
<br />BUILDING CODE.
<br />43. THE INTENT OF THE GRADING PLAN IS TO PROVIDE GRADES TO RECEIVE PAVEMENT, STORM DRAINAGE
<br />FACILITIES AND BUILDING PAD.
<br />44. THE TOTAL EARTHWORK QUANTITY IS:
<br />VOLUME OF CUT = 2500 CY.
<br />VOLUME OF FILL = 4000 CY.
<br />THESE EARTHWORK QUANTITIES ARE COMPUTED FOR THE GRADING PERMIT APPLICATION PURPOSES ONLY.
<br />THESE EARTHWORK QUANTITIES ARE NOT BID QUANTITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
<br />VERIFY ALL QUANTITIES. (REFER TO NOTE No. 15)
<br />45. THE SAN JOAQUIN COUNTY SITE APPROVAL APPLICATION NUMBER'S ARE SA -93-49 AND SA -93-50.
<br />46. CONTRACTORS SHALL PROVIDE 2"x4" REDWOOD HEADER BOARD AT ALL PAVING EDGES EXCEPT WHERE
<br />PAVING ABUTS BUILDINGS, SIDEWALKS, CURBS OR OTHER PAVED SURFACES, UNLESS OTHERWISE NOTED ON
<br />PLANS.
<br />47. CONTRACTORS SHALL FOLLOW SAN JOAQUIN COUNTY STANDARD CONSTRUCTION PLANS AND
<br />SPECIFICATIONS AND PROJECT SPECIFICATIONS IF ANY. SAN JOAQUIN COUNTY STANDARD CONSTRUCTION
<br />PLANS AND SPECIFICATIONS ARE AVAILABLE FROM THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS, 1810 HAZAELTON AVENUE, STOCKTON, CA. AND PROJECT SPECIFICATIONS ARE AVAILABLE FROM
<br />QUARTAROLI & ASSOCIATES, INC., 310 SUN WEST PLACE, SUITE A, MANTECA, CA.
<br />48. CONTRACTOR SHALL SUBMIT TO QUARTAROLI & ASSOCIATES FOR APPROVAL EQUIPMENT AND MATERIAL
<br />SPECIFICATION OF ITEMS HE WISHES TO SUBSTITUTE FROM THAT WHICH IS SPECIFIED ON THE IMPROVEMENT
<br />PLANS, SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS AND PROJECT SPECIFICATIONS.
<br />49. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FOR THIS PROJECT PRIOR TO BEGINNING ANY GRADING ON
<br />SITE OR OFF-SITE.
<br />50. CONTRACTOR SHALL NOT CAUSE THE CONSTRUCTION SURVEY STAKES TO BE DESTROYED OR REMOVED
<br />UNTIL THE IMPROVEMENTS HAVE BEEN ACCEPTED BY THE INSPECTOR. CONTRACTOR SHALL COORDINATE
<br />ACCEPTANCE OF IMPROVEMENTS BY THE INSPECTOR SO THAT THE PREVIOUS SET OF CONSTRUCTION STAKES
<br />DO NOT CONFLICT WITH THE NEXT PHASE OF CONSTRUCTION.
<br />1. ASSOCIATES, INC. SIEGFRIED ENGINEERING INC. AND SUB -CONSULTANTS SHALL NOT BE
<br />5 QUARTAROLI SSOC ,
<br />PROVIDING INSPECTIONS, CONSTRUCTION SUPERVISION, OR PROJECT MANAGEMENT SERVICES FOR THIS
<br />PROJECT UNLESS SPECIFICALLY SPECIFIED IN THE SCOPE OF SERVICES OF THE PROJECT CONTRACT. IT IS
<br />ASSUMED THAT THE OWNER/DEVELOPER SHALL EMPLOY A COMPETENT CONTRACTOR, WHICH IS
<br />EXPERIENCED IN THE WORK BEING PROPOSED ON THESE IMPROVEMENT PLANS AND IS KNOWLEDGEABLE OF
<br />LOCAL CONSTRUCTION STANDARDS, PROCEDURES AND POLICIES.
<br />52. ALL LINEAR FOOTAGES, AREAS OR VOLUMETRIC AMOUNTS OF PIPING MATERIAL, CONCRETE, ASPHALT
<br />CONCRETE, EXCAVATION AND IMPORT FILL MATERIAL SHOWN ON THESE IMPROVEMENT PLANS ARE
<br />APPROXIMATE. ACTUAL AS -BUILT FIELD MEASUREMENTS SHALL PREVAIL.
<br />53. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE STATE
<br />DEPARTMENT OF WATER RESOURCES PRIOR TO ANY OFF-SITE
<br />CONSTRUCTION. ANY AND ALL SPECIFIC REQUIREMENTS OR
<br />CONSTRUCTION DETAILS IMPOSED BY THE ENCROACHMENT PERMIT SHALL
<br />BECOME A PART OF THESE IMPROVEMENT PLANS.
<br />CONTACT: MR. JULIAN RAMIREZ
<br />STATE DEPARTMENT OF WATER RESOURCES
<br />5280 BRUNS ROAD
<br />BYRON, CA 94514
<br />(209) 833-2024
<br />54. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS
<br />AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS, THE
<br />STATE DEPARTMENT OF WATER RESOURCES, ITS ELECTED OFFICALS,
<br />OFFICERS, EMPLOYEES AND AGENTS FROM ANY AND ALL CLAIMS, COST
<br />OF LITIGATION, DAMAGES, AND ATTORNEY'S FEE, FOR PERSONAL
<br />INJURY OR PROPERTY DAMAGE OF WHATEVER NATURE WHICH ARE CLAIMED
<br />TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT.
<br />CONTACT: MR. JULIAN RAMIREZ
<br />STATE DEPARTMENT OF WATER RESOURCES
<br />5280 BRUNS ROAD
<br />BYRON, CA 94514
<br />(209) 833-2024
<br />55. CONTRACTOR TO USE EXTREME CAUTION WHEN WORKING NEAR
<br />UNDERGROUND FIBER OPTICS CABLE. CONTRACTOR TO CONTACT UTILITY
<br />OWNER FOR VERIFICATION.
<br />SHEET NO.
<br />2
<br />3
<br />4
<br />5
<br />6
<br />DESCRIPTION
<br />GENERAL NOTES & SHEET INDEX
<br />TOPOGRAPHIC SURVEY
<br />TOPOGRAPHIC SURVEY
<br />HANSEN ROAD -PLAN & PROFILE -STATION 1+29.75-8+53.63
<br />HANSEN ROAD -PLAN & PROFILE -STATION 10+00-19+78.50
<br />DETAIL SHEET
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<br />C
<br />W
<br />U
<br />a;1.4
<br />O
<br />CrJ
<br />G - 500 G
<br />
|